A rapid hoisting device for concrete drain pipe

By using a coordinated design of load-bearing steel wire rope, safety steel wire rope, and correction steel wire rope, the stability and precision issues during the hoisting of concrete drainage pipes were resolved, enabling efficient and safe hoisting and docking, and improving construction efficiency and safety.

CN224467359UActive Publication Date: 2026-07-07CSCEC STRAIT CONSTR & DEV

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
CSCEC STRAIT CONSTR & DEV
Filing Date
2025-09-03
Publication Date
2026-07-07

AI Technical Summary

Technical Problem

The existing methods for hoisting concrete drainage pipes suffer from problems such as poor hoisting stability, low installation accuracy, significant safety hazards, and high labor intensity, making it difficult to meet the needs of efficient construction in municipal engineering projects.

Method used

The system employs a coordinated design of load-bearing wire ropes, safety wire ropes, and alignment wire ropes, combined with welded I-beams, to achieve integrated hoisting and alignment. The load-bearing wire ropes provide load support, the safety wire ropes serve as backup, and the alignment wire ropes adjust the pipeline position to ensure rapid connection.

Benefits of technology

It enables single-person operation, reduces material damage, increases construction efficiency by more than 30%, improves docking accuracy to within ±5mm, and ensures a safe and fast hoisting process.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to municipal works construction technical field, concretely relates to a kind of concrete drainage pipe quick hoisting device, and the device includes welded I-beam, stressed wire rope, safety wire rope, deviation correction wire rope, through the collaborative design of the three wire ropes of "stress + safety + deviation correction", realize hoisting and deviation correction integration, solve the problem that traditional device cannot adjust angle synchronously;Without many people cooperation, single person can operate, reduce labor intensity, significantly reduce material breakage.
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Description

Technical Field

[0001] This utility model relates to the field of municipal engineering construction technology, specifically to a rapid hoisting device for concrete drainage pipes. Background Technology

[0002] In the construction of municipal roads, flood control and drainage projects, the laying of concrete drainage pipes is a crucial step. Concrete drainage pipes are typically heavy, bulky, and require high precision in their connections; therefore, the quality of their hoisting and installation directly affects the overall construction efficiency and the safety of their subsequent use.

[0003] Currently, traditional methods for hoisting concrete drainage pipes mainly fall into two categories: one is to directly tie the pipe with steel wire ropes for hoisting; the other is to hoist it by inserting supports into the inside of both ends of the concrete pipe. However, both methods have obvious drawbacks in practical applications.

[0004] When using wire ropes for hoisting, multiple people are required to coordinate the binding operation, which is not only labor-intensive but also results in extremely poor pipeline stability during hoisting. Due to the unstable friction between the wire rope and the pipeline surface, the pipeline is prone to rotation, swaying, or even slipping in the air, posing serious safety hazards. Furthermore, the pipeline's attitude in the air is difficult to control, leading to significant deviations in the pipe end position during connection, requiring repeated adjustments and greatly impacting the construction progress.

[0005] While using supports inserted into both ends of the pipe for hoisting reduces pipe rotation to some extent, the limited contact area between the supports and the pipe's inner wall can easily lead to excessive localized stress on the pipe, causing damage. More importantly, this method makes it difficult to ensure axial alignment during hoisting, easily causing installation misalignment and resulting in low pipe joint precision, hindering rapid and accurate connection. In municipal road construction, each section of reinforced concrete pipe needs to be joined end-to-end, and the joints must be treated to form a whole. Installation misalignment increases the difficulty of joint treatment and may even affect the pipe's sealing performance and structural stability.

[0006] In addition, the existing solution of "a concrete pipe hoisting device" has improved the hoisting structure to some extent, but it still has problems such as the inability to easily adjust the pipe joint spacing and slow correction response speed, making it difficult to meet the needs of efficient construction in large-scale municipal engineering projects.

[0007] Therefore, the inventors have proposed a rapid hoisting device for concrete drainage pipes. Utility Model Content

[0008] The purpose of this utility model is to provide a rapid hoisting device for concrete drainage pipes, so as to solve the problems of poor hoisting stability, low installation accuracy, large safety hazards, and high labor intensity in the existing concrete drainage pipe hoisting methods.

[0009] To achieve the above objectives, the technical solution adopted by this utility model is as follows:

[0010] A rapid hoisting device for concrete drainage pipes, characterized in that it comprises: welded I-beams, load-bearing steel wire ropes, safety steel wire ropes, and correction steel wire ropes;

[0011] The welded I-beam includes a first welded I-beam component, a second welded I-beam component, and a third welded I-beam component. The first end of the first welded I-beam component is connected to the first end of the second welded I-beam component, and the second end of the second welded I-beam component is connected to the first end of the third welded I-beam component. The first and third welded I-beam components are arranged opposite to each other, and the second welded I-beam component is disposed between the first and third welded I-beam components. The welded I-beam is concave in shape.

[0012] The first end of the stressed steel wire rope is fixedly connected to the second end of the first welded I-beam component, and the second end of the stressed steel wire rope is detachably connected to the lifting hook.

[0013] The first end of the correction wire rope is fixedly connected to the end face of the first welded I-beam component away from the second welded I-beam component, and the second end of the correction wire rope is detachably connected to the hoisting hook.

[0014] The first end of the safety wire rope is fixedly connected to the end face of the first welded I-beam component away from the second welded I-beam component, and the second end of the safety wire rope is used for detachable connection to the lifting hook.

[0015] Furthermore, the first welded I-beam component includes a channel steel and a steel plate, wherein the steel plate is welded to the groove opening of the channel steel to form a columnar hollow.

[0016] Furthermore, it also includes fasteners disposed on the outer surface of the groove point between the first welded I-beam component and the second welded I-beam component for welding support.

[0017] Furthermore, the load-bearing capacity of the tension wire rope and the safety wire rope shall not be less than 50kN, and the material shall be high-strength alloy steel cable.

[0018] Furthermore, the welded I-beam has a cross-section of 150mm × 200mm and a span of 80% of the pipe length.

[0019] The beneficial effects of this utility model are:

[0020] This utility model achieves integrated hoisting and alignment through the coordinated design of three steel wire ropes: a load-bearing rope, an insurance rope, and an alignment correction rope. This solves the problem of traditional devices being unable to adjust angles synchronously. It requires no multiple people; a single person can operate it, reducing labor intensity, significantly minimizing material damage, and increasing construction efficiency by over 30%. Compared to existing solutions, it adds a real-time alignment correction function, improving docking accuracy to within ±5mm. A dual safety mechanism (primarily the load-bearing steel wire rope, with a backup insurance steel wire rope), combined with an adjustable alignment correction structure, ensures safety while achieving rapid docking.

[0021] Other advantages, objectives, and features of this application will be set forth in part in the description which follows, and in part will be apparent to those skilled in the art from the following examination or study, or may be learned from practice of this application. The objectives and other advantages of this application may be realized and obtained through the detailed embodiments described below. Attached Figure Description

[0022] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0023] Figure 1 This is a structural schematic diagram of a rapid hoisting device for concrete drainage pipes according to the present invention;

[0024] Figure 2 This is a schematic diagram of the overall structure of the present invention when hoisting concrete drainage pipes;

[0025] Figure 3 This is a schematic diagram of the force under the corrective state of this utility model;

[0026] Figure 4 This is a schematic diagram of the force distribution during hoisting of this utility model.

[0027] Among them, there are: 1. Force-bearing steel wire rope; 2. Safety steel wire rope; 3. Correction steel wire rope; 4. Welded I-beam; 5. Concrete pipe; 41. First welded I-beam component; 42. Second welded I-beam component; 43. Third welded I-beam component; and 44. Fasteners. Detailed Implementation

[0028] The embodiments of this utility model will be described below with reference to the accompanying drawings and preferred embodiments. Those skilled in the art can easily understand other advantages and effects of this utility model from the content disclosed in this specification. This utility model can also be implemented or applied through other different specific embodiments, and various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of this utility model. It should be understood that the preferred embodiments are only for illustrating this utility model and not for limiting the scope of protection of this utility model.

[0029] It should be noted that the illustrations provided in the following embodiments are only schematic representations of the basic concept of the present invention. Therefore, the drawings only show the components related to the present invention and are not drawn according to the number, shape and size of the components in actual implementation. In actual implementation, the form, quantity and proportion of each component can be arbitrarily changed, and the layout of the components may also be more complex.

[0030] This embodiment proposes a rapid hoisting device for concrete drainage pipes, such as... Figure 1 , Figure 2 and Figure 4 As shown, the structure includes a welded I-beam 4, a load-bearing wire rope 1, a safety wire rope 2, and a guiding wire rope 3. The welded I-beam 4 includes a first welded I-beam component 41, a second welded I-beam component 42, and a third welded I-beam component 43. The first end of the first welded I-beam component 41 is connected to the first end of the second welded I-beam component 42, and the second end of the second welded I-beam component 42 is connected to the first end of the third welded I-beam component 43. The first welded I-beam component 41 and the third welded I-beam component 43 are arranged opposite to each other, and the second welded I-beam component 42 is disposed between the first welded I-beam component 41 and the third welded I-beam component 43. The welded I-beams are concave in shape; the first end of the load-bearing wire rope 1 is fixedly connected to the second end of the first welded I-beam component 41, and the second end of the load-bearing wire rope 1 is detachably connected to the lifting hook; the first end of the correction wire rope 3 is fixedly connected to the end face of the first end of the first welded I-beam component 41 away from the end face of the second welded I-beam component 42, and the second end of the correction wire rope 3 is detachably connected to the lifting hook; the first end of the safety wire rope 2 is fixedly connected to the end face of the first end of the first welded I-beam component 41 away from the end face of the second welded I-beam component 42, and the second end of the safety wire rope 2 is detachably connected to the lifting hook.

[0031] Working principle: Before hoisting, the welded I-beam 4 is passed horizontally through the inside of the concrete pipe 5, aligning the center of gravity of the pipe with the middle of the I-beam; the crane lifts the pipe using the load-bearing wire rope 1, while manually adjusting the length of the correction wire rope 3 until the pipe is horizontal and the pipe opening is aligned with the preset position; the load-bearing wire rope 1 is kept under tension, and the correction wire rope 3 is released, allowing the pipe to slowly fall to the installation position. The safety wire rope 2 is always in standby mode to prevent sudden breakage; if the load-bearing wire rope 1 breaks unexpectedly, the safety wire rope 2 will immediately be under tension to prevent the pipe from falling.

[0032] The first welded I-beam component 41 includes a channel steel and a steel plate, wherein the steel plate is welded to the groove opening of the channel steel to form a columnar hollow.

[0033] Among them, such as Figure 1 As shown, it also includes a fastener 44, which is disposed on the outer surface of the groove point between the first welded I-beam component 41 and the second welded I-beam component 42, for welding support.

[0034] Among them, the load-bearing steel wire rope 1 and the safety steel wire rope 2 have a load-bearing capacity of not less than 50kN and are made of high-strength alloy steel cable.

[0035] Among them, the welded I-beam 4 has a cross-section of 150mm×200mm and a span of 80% of the pipe length.

[0036] The embodiments of this application have been described in detail above. Specific examples have been used to illustrate the principles and implementation methods of this application. The description of the above embodiments is only for the purpose of helping to understand the method and core ideas of this application. At the same time, for those skilled in the art, there will be changes in the specific implementation methods and application scope based on the ideas of this application. Therefore, the content of this specification should not be construed as a limitation of this application.

Claims

1. A rapid hoisting device for concrete drainage pipes, characterized in that, include: Welded I-beams (4), load-bearing wire ropes (1), safety wire ropes (2), and correction wire ropes (3); The welded I-beam includes a first welded I-beam component (41), a second welded I-beam component (42), and a third welded I-beam component (43). The first end of the first welded I-beam component (41) is connected to the first end of the second welded I-beam component (42), and the second end of the second welded I-beam component (42) is connected to the first end of the third welded I-beam component (43). The first welded I-beam component (41) and the third welded I-beam component (43) are arranged opposite to each other, and the second welded I-beam component (42) is arranged between the first welded I-beam component (41) and the third welded I-beam component (43). The welded I-beam is concave. The first end of the stressed wire rope (1) is fixedly connected to the second end of the first welded I-beam component (41), and the second end of the stressed wire rope (1) is used for detachable connection to the hoisting hook. The first end of the correction wire rope (3) is fixedly connected to the end face of the first end of the first welded I-beam component (41) away from the end face of the second welded I-beam component (42), and the second end of the correction wire rope (3) is used for detachable connection to the hoisting hook. The first end of the safety wire rope (2) is fixedly connected to the end face of the first welded I-beam component (41) away from the second welded I-beam component (42), and the second end of the safety wire rope (2) is used for detachable connection to the hoisting hook.

2. The rapid hoisting device for concrete drainage pipes according to claim 1, characterized in that: The first welded I-beam component (41) includes a channel steel and a steel plate, the steel plate being welded to the groove opening of the channel steel to form a columnar hollow.

3. The rapid hoisting device for concrete drainage pipes according to claim 2, characterized in that: It also includes a fastener (44) disposed on the outer surface of the groove point between the first welded I-beam component (41) and the second welded I-beam component (42) for welding support.

4. The rapid hoisting device for concrete drainage pipes according to claim 1, characterized in that: The load-bearing capacity of the tension wire rope (1) and the safety wire rope (2) is not less than 50kN, and the material is high-strength alloy steel cable.

5. The rapid hoisting device for concrete drainage pipes according to claim 1, characterized in that: The welded I-beam (4) has a cross-section of 150mm×200mm and a span of 80% of the pipe length.